PumpStation - Nuneaton and Bedworth

1 DRIVE25141269163 Pond9410619 Path (um)15618 SWINBURNE CLOSE920241168 BROWNING CLOSEPath66 BLAKE CLOSE122 RUSKIN CLOSE12 Dismantled Railway1517261121 Path (um)1971998167169PT36PD49132PT36PT369492 9395961221131121161181201171191241211231 2612913112512712813313013413513613713813 9144140141142146143153145148151147149152 1541551571561591611601581651621661681631 6416916717117217417317517618017718317817 9181184241242245244246247B2PT36PD49PD49P D49PD49PD49PD49PD49PD49PD49PD49PD49PD49P D49PT41PT41PT41PT41PA411PT41PT41PT41PA41 1PA411PA411PA411PA411PA411B2PD48PD48PD48 B2PT41PA21PA21AA31PA21AA31AA31AA23AA23AA 23AA31B2PT41B2B2PT36PA30PA30PD33PA30PA30 PA30PA30PT41B2B2sp*99100101115114B2PA411 PA411PA411PT36PT41PT42PD49170PT41PT41251 249248252250255254253PT36PT36PT41PT41B2P A411B2PA411PA21PA21PT41PA411PD3325625725 8259260261262P121P172P170P155P159P158P16 0P262P92P95P94P95P94P93P93P115P115P113P1 14P114P113P112P112P259P116P116P117P117P1 18P118P119P119P120P120P121P122P123P124P1 24P125P126P127P128P130P130P131P131P132P1 32P133P133P135P135P134P134P134P113P141P1 41P142P142P143P143P144P144P145P145P146P1 46P147P147P149P153P153P136P136P137P137P1 38P138P139P139P140P140P164P164P165P167P1 65P166P166P168P167P168P169P169P170P170P1 70P173P171P171P172P174P173P174P175P175P1 77P176P176P177P178P178P179P179P180P180P1 81P181P184P154P155P155P155P157P156P156P1 57P158P158P158P159P160P161P161P162P162P2 46P246P245P245P244P244P242P242P241P241P2 52P253P253P254P254P255P255P256P256P257P2 57P258P258P260P259P260P261P261P248P262P2 48P249P248P248P251P249P250P250P251 Headwall Pond Base level Volume 2400m3 HeadwallAA23AA23P129P129 Grass creteGrass creteP234P234240PA30243PD49P243P243AA31A A31PD48P247P247AA31919798AA31AA31AA31AA2 3AA23PA411PD33PT37PT37P90P91P90P91P92P96 P96P98P97P97P100P99P100P101P112P112P148P 148P152P152P163P163substnPondDismantled RailwayPath (um)81188PT36PD49234PT361531511491501521 5415515617618017718317817918118218618418 5192187189190191193194195196197198199200 236245246247PT36PD49PD49PT41PT41PA411PA4 11PA411PA411PA411PA411PA411B2AA11AA11AA1 1AA11AA11AA11AA11AA11PA21PA21PA21PA21B22 35PA30PA30237B2PA21PA21AA23AA23AA23PT41P 155P187P149P149P151P151P153P153P136P178P 178P179P179P180P180P181P181P182P182P183P 183P184P184P154P154P155P155P155P157P156P 156P157P158P188P188P187P186P186P185P185P 197P198P197P199P198P199P200P200P189P189P 190VP191P192P193P193P194VP195P196P238P23 8P237P237P236P236P240P240P239P239P235P23 5P234P234238239240PA30PA30243PT41P150P15 0P247P247P152P152 PumpStationPT41PA21PA21PD49AA31AA31AA31P D33PT36PA30PA30PT41AA23AA23AA31AA31PA411 PA411PA30PA30AA23AA31AA23AA23PA21PA21PT4 1PT4220920820720620120220320420521021121 2213214215216217218219220221222223224225 226227228229230231232233P223P223P222P222 P221P220P221P220P212P212P203P203P204P204 P205P205PT37PT37PT42PT37PT42PA411P211P21 0 FOOTPATH TO BECONSTRUCTED TO BOUNDARYOF TW SITE, FUTURECONNECTION TO BE MADE x 33m Vis SplayP219P218P217P216P215P214P213P202P20 1P209P208P207P206P208P207P224P225P226P22 7P228P229P230P231P232P233 FOOTPATH TO BECONSTRUCTED TO BOUNDARYOF TW SITE, FUTURECONNECTION TO BE MADE BYOTHERSP252 BIN COLLECTIONPOINTBIN COLLECTIONPOINTBIN COLLECTIONPOINTBIN COLLECTIONPOINTBIN COLLECTIONPOINTBIN COLLECTIONPOINTBIN COLLECTIONPOINTBIN COLLECTIONPOINTBIN COLLECTIONPOINTBIN COLLECTIONPOINTBIN COLLECTIONPOINTBIN COLLECTIONPOINTBIN COLLECTIONPOINTBIN COLLECTIONPOINTD enotes extent of private drives to beconstructed to adoptable highway SIZE841 x 1189 mmProject:Title:Client:Drawn by:Checked by:Date:Scale:Job Check:The Shrubbery,28 Erdington Road,Aldridge,Walsall,WS9 8 UHt : 01922 744 900e : PerryAssociates Limited O OO O OO O OO OO OO OO OO O O O O O O O Revisions:Description:Initials:Date:The Contractor is to check and verify all building and site dimensions, levels and sewerinvert levels at connection points before work starts.

2 The Contractor is to comply in allrespects with current Building Legislation, British Standard Specifications , BuildingRegulations, Construction (Design & Management) Regulations, Party Wall Act, or not specifically stated on this drawing. This drawing must be read with andchecked against any structural, geotechnical or other specialist documentation drawing is not intended to show details of foundations, ground conditions or groundcontaminants. Each area of ground relied upon to support any structure depicted (includingdrainage) must be investigated by the Contractor. A suitable method of foundation shouldbe provided allowing for existing ground conditions. Any suspect or fluid ground,contaminates on or within the ground, should be further investigated by a suitable earthwork constructions shown indicate typical slopes for guidance only & should befurther investigated by a suitable existing trees are to be retained they should be subject to a full Arboriculturalinspection for safety.

3 All trees are to be planted so as to ensure they are a minimum of 5metres from buildings and 3 metres from drainage and services. A suitable method offoundation is to be provided to accommodate the proposed tree Perry Associates Limited do not accept any responsibility for any losses (financial orotherwise) to any Client or third party arising out of the Clients (be it Developer orContractor but not limited thereto) non- compliance with afore mentioned provisos. c This drawing is the property of Geoff Perry Associates Limited and may not be copied orused for any purpose other than that for which it is supplied without the express writtenauthority of Geoff Perry Associates LAYOUT.(SHEET 2 OF 2)SASAPRIL 20161:500 @ A0A 72115 PLOUGH HILL,GALLEY COMMON, WIMPEYWEST MIDLANDS01-03-2017 SASA mended following highways commentsRev AD08-03-2017 SASA mended to clients commentsRev B15-03-2017 TGPOS amended and changes due to highways requestsRev C16-03-2017 TGFuther Highways tweaksRev D